121 BP Phase 1-LR000210 GEOTECHN;C~'.L AND E~ F:=I I'"'1 I I F=
ENV~RONHENT&L CONSULTANTS .
CONCRETE CYLINDER TEST REPORT
121 Business Park - Buildings B-D
601,651,701 and 751 Canyon Drive
Coppell, Texas
REPORTED TO: The Industrial Group REPORT NO. 164
P.O. Box 802047 REG PROJECT NO. 5607
Dallas, Texas 75380-2047 SAMPLE DATE: 02-10-00
ATTN: Mr. John Walsh TECHNICIAN: E Steadman
CONTRACTOR: Westcliffe. Inc.
Location of Sample
Set Number I Location I Quantity Represented
1 Paving: 100'N. 10'W of NW Corner of Bldg. "C" 60/180
2 Paving: 130'N, 10'E of NW Corner of Bldg. "C" 130/180
Design Information
i Source of Concrete I Mix Identification Specified Strength p.s.i.
~ Lattimore 42 4000
Test Results
setloy..derI !Age Testl*o lLoad Oompres,ive 'AverageStren th
No. ID Date 'rested lbs. Strength p.s.i, i p.s.i.
1 2649 02-17-00 7 103790 3670
2649 03-09-00 28 131840 4660
2649 03-09-00 28 137880 4880 4770
2649 Hold
2 2650 02-17-00 7 94770 3350
2650 03-09-00 28 111320 3940
2650 03-09-00 28 116530 4120 4030
2650 Hold
Cylinder Data
' Set I Cylinder ! I Timeof ! Concrete Air ! Ticket Number
No. ~ ID Slump i Sample Air T~.mp. Temp. Entrainment I
1 2649 5.50 5:35 AM 56 65 5.0 3099051
2 2650 5.50 6:50 AM 55 65 4.4 3099058
Distribution: (1) The Industrial Group/ Submitted by:
Mr. John Walsh
(1) Gromatzky Dupree & Associates/
Mr. Bennett Foster REED ENGINEERING GROUP, INC.
(1) Westcliffe, Inc./Mr. Charlie Johnson
(1) The Industrial Group/ Original Signed By
Mr. Mac McClure
(1) Campbell Associates/
Mr. Randy Pillar Keith E. Atkins
(1) City of Coppell/Building Inspections KEA/sa/rt
(11) City of Coppell/Engineering Dept.
(1) Bear Creek Construction/
Mr. Brian Holdgate
(1) Mr. Hank Metzger
2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75225 · 'E_ [214] 350 5600 · F~'~. [2;4] 250 00~9
GEOTECHNICAL AND ~ ~ I'--1 I I ~
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
121 Business Park - Buildings B-D
601,651,701 and 751 Canyon Drive
Coppell, Texas
REPORTED TO: The Industrial Group REPORT NO. 164
P.O. Box 802047 REG PROJECT NO. 5607
Dallas, Texas 75380-2047 SAMPLE DATE: 02-10-00
ATTN: Mr. John Walsh TECHNICIAN: F. Steadman
CONTRACTOR: Westcliffe, Inc.
Location of Sample
Set Number I Location I Quantity Represented
1 Paving: 100'N. 10'W of NW Corner of Bldg. "C" 60/180
2 Paving: 130'N. 10'E of NW Corner of Bldg. "C" 130/180
Design Information
ISource of Concrete I Mix Identification Specified Strength p.s.i.
Lattimore 42 4000
Test Results
Set CylinderI I Age,Test Total Load Compressive Average Strength
No. ID Date Tested lbs. Strength p.s.i, p.s.i.
1 2649 02-17-00 7 103790 3670
2649 03-09-00 28
2649 03-09-00 28
2649 Hold
2 2650 02-17-00 7 94770 3350
2650 03-09-00 28
2650 03-09-00 28
2650 Hold
Cylinder Data
' Set Cylinder i Time of i Concrete Air Ticket Number
No. ID Slump I Sample Air Temp. I Temp. Entrainment
1 2649 5.50 5:35 AM 56 65 5.0 3099051
2 2650 5.50 6:50 AM 55 65 4.4 3099058
Distribution: (1) The Industrial Group/ Submitted by:
Mr. John Walsh
(1) Gromatzky Dupree & Associates/
Mr. Bennett Foster REED ENGINEERING GROUP, INC.
(1) Westcliffe. Inc./Mr. Charlie Johnson
(1) The Industrial Group/ Original Signed By
Mr. Mac McClure
(1) Campbell Associates/
Keith E. Atkins
Mr. Randy Pliler
(1) City of Coppell/Building Inspections KEA/sa/rt
(1) City of Coppell/Engineering Dept.
(1) Bear Creek Construction/
Mr. Brian Holdgate
(1) Mr. Hank Metzger .........
2424 STUTZ DR · SUITE 400 · DALLAS. TX 75235 · -E. [214] 350 5600 ,, r~ [214] 350 0019